Revised Civil drawings · MCU16/0103

Page 2

Issue:

                               DEBUILD T/A


 SCG
                      ABN 40 098 481 899




   Title:




   Project




Date:        Scale:   Drawn:

Drg No.


[OCR of page images]
 

DRAWING SIZE - Al

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

KE
2 ud
» § 2 2 8 a a
a
RL=2.24_, s & xe é S 8 © 2 £08
4, K &C
PN NS.L.
|_| FH.
| +L | »® we we 4, TP
a 2 2 & EP.
SS 2? = KERB
LOT 5 ON RP 79817
RL=0.00
E E E E & =
-) Oo So ND LO LO
= e = s = 8
+ + + + + +
oO Co oO Co CO CO
1.00 -- 2.90 -- 4.80 -- 2.23 -- 1.99 -- —
a = re © S S
= € ~ < ~ =
fe F & : E 7 § 5 &ET§
a S — — — —
—N
DRIVEWAY LONG SECTION
©
AN
aA ye
150 KERB TO DETAIL As N y
<x AS
nS Sl 150 KERB TO DETAIL, 1 vb aN =
TT * o
| , “[7755] | mmx  (225]"] | -_ QO
KR 7 3 1:200 > / eis a EXISTING FOOTPATH re
AS \ | |_| \ cl £) € = N z-|
[ 2.255 | [2.220 | Tu. ! a1
azn | x fs) | (tw), S| CUT & REMOVE EXISTING
\ 7000 * a! PATH DURING CONSTRUCTION
6 : | REPAIR AND REPLACE Ly
| x GARAGR RL 2.240 x | 2.220 1 | Ke
TT z
= DRIVEWAY CROSSOVERS IN
a ACCORDANCE WITH IPWEA
7 a STD DRG R-0050 AND Uy
= COUNCIL REQUIREMENTS
st PROPOSED +4 (TW) 2 1}[1.440] [1.240] 3 ~—
<1 DUPLEX —a — . a Q
9 SJ
. ) | =
j GARAGR RL 2.240 REMOVE EXISTING Ss
DRIVEWAY CL CROSSOVER MAKE GOOD
KERB AND CHANNEL
x
| 2.255 |
/ 0 TT] =
1 4 =. Ee |
LZ Sy |
G x
SITE PLAN — DRIVEWAY & ACCESS
Scale 1: 100
2,00
ate — 4 ~ 3 = SL82 MESH (T.d.)
3s MIDDLE —_-—
0 ee 1000
E 2 | \ (K.J.)
0 re N o __| “
— DRIVEWAY SLAB S ~ = = t
125mm THK ver roo.cn g Jee tp
8 SL82 MESH ~ Soe = ease a a
: vy 40mm TOP COVER CONTROL JOINT. [VAL Z LZ) SUBGRADE PREPERATION, REFER TT waht AN 2 FALL.
nex (ee | 4 x on coup Z 72) — GENERAL NOTES 4 \ eM
=e a a ON-SITE SAN UT AND SIND BED. x
LEV LI Pizémm NSD. CONCRETE PAVEMENT, SL82 MESH MIDDLE BACK OF KER BARRIER, SEMI-MOUNTABLE, MONTABLE
150 LLLLLLLL EE 100 THX COMPACTED BASE COURSE SAND OR CRUSHER DUST KERB & CHANNEL OR INVERT CROSSING
VANTON doin TOP. COVER —SUB-GRADE PREPERATION IN ACCORDANCE WTH +
CUT EVERY SECOND WRE SPECIFICATIONS /NOTES CROSSOVER DETAIL
SECTION ~ BARRIER KERB Tu) TOOLED JOINT DETAIL 50mm CLEAR ALONG LIE DRIVEWAY PAVEMENT SECTION (SCALE 1:20) -
www.dialbeforeyoudig.com.au v
CONTRACTOR TO TOPSOIL AND TURF ANY
CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO
DI A L1100 COMMENCING WORKS ON SITE. ALL SERVICES ARE RE ACN Se ConieROctON Soe W

if

   
 

TN
\

 

BEFORE YOU DIG

 

 

 

 

 

 

 

 
 
   
  
        
  

 

 

 

 

 

 

 

 

 

TO BE PROTECTED IN ACCORDANCE WITH THE
AUTHORITY RESPONSIBLE FOR THE SERVICE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

EX. SWPT EXISTING STORMWATER PIT

REINFORCED CONCRETE HEADWALL
EXISTING SEWER MANHOLE
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL

FIRE HYDRANT

TELSTRA PIT

ELECTRICAL POWER POLE
EXISTING KERBING

LEGEND

INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHD.

125 THK. DRIVEWAY SLAB ON
COMPACTED MATERIAL, SL82 MESH,
TOP 50 COVER, FLEXIBLE JOINT
AGAINST MASONRY/CONCRETE.

DENOTES WET TOOLED JOINT TO
TERRACE SLAB, REFER TO DETAILS

DENOTES FORMED KEY JOINT 10
DRIVEWAY SLAB, DETAIL 10 DETAILS

INDICATES DIRECTION OF FALL UP
OR DOWN AS INDICATED

INDICATES PROPOSED FINISHED
SURFACE LEVELS

EXISTING SURFACE SPOT LEVELS.
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE
INDICATES TELSTRA LINE APPROX

ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS

INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS

CONSTRUCTION NOTES

GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
DRAWINGS ARE TO BE REFERRED T0 THE ENGINEER IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW
WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
DIAGRAM.
6. THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING
STRUCTURES/BUILDINGS THROUGHOUT THE WORKS, PARTICULARLY DURING
EARTHWORKS. REFERENCE SHOULD BE MADE TO OUR CRITICAL DEPTH LINE
DIAGRAM OR SEEK GUIDANCE DIRECTLY FROM THIS OFFICE
FOOTPATHS AND DRIVEWAYS:
1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY FINISHED
TREATMENTS, EG. STAMPING
4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. CONCRETE N32 IN ACCORDANCE WITH AS 1379 AND AS 3600
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH.
7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH
WIRE CUT ALONG JOINT.
8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF
CURVE
10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR 10
WORK COMMENCING
FILLING NOTES:
—THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC MATERIAL AND
DEBRIS.
— THE SUBGRADE IS TO BE PROOF ROLLED WITH A VIBRATING STEEL DRUM
ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95% THE
COMPACTION IS TO BE SUFFICIENT TO ACHIEVE A BLOW COUNT OF 7 BLOWS
PER 300mm WITH AN APPROVED PERTH SAND PENETROMETER FOR A DEPTH
OF 1.0m BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST RESULTS
SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
— UPON THE WRITTEN APPROVAL OF THE SUBGRADE PREPERATIONS BY SCG
CONSULTING ENGINEERS THE ALLOTMENT IS TO BE FILLED TO THE SPECIFIED
LEVELS.
— THE FILL MATERIAL CLEAN GRANULAR MATERIAL (LE. SAND TO A CLAYEY
SAND IN ACCORDANCE WITH AS1726) BE FREE OF ANY ORGANIC MATERIAL
AND HAVE A CLAY CONTENT OF LESS THAN 12% (PLASTICITY INDEX LESS
THAN 25%, LINEAR SHRINKAGE OF 15%). THE PROPOSED MATERIAL |S TO BE
INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO ITS REMOVAL 10
ENSURE ITS COMPATABILITY.
— THE FILL IS TO BE PLACED AND COMPACTED IN ACCORDANCE WITH
AS3798-1996 TO A LEVEL SUFFICIENT TO ACHIEVE A LEVEL 1 CERTIFICATION
WITH A MINIMUM RELATIVE FIELD DENSITY OF 95% COPIES OF COMPACTION
TEST RESULTS SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR
APPROVAL.
— FILLING AND COMPACTING ADJACENT EXISITING STRUCTURES IS TO BE IN
STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND SPECIFCATIONS.
— AREAS WHERE EXISTING STRUCTURES OR TREES ARE REMOVED SHALL BE
BACKFILLED WITH THE APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE
WITH AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95%.
- ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE PREPARATION
SHALL BE REMOVED AND REPLACED WITH THE APPROVED FILL MATERIAL
COMPACTED IN ACCORDANCE WITH AS2870-1996 10 ACHIEVE A MINIMUM
RELATIVE FIELD DENSITY OF 95%.
— SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE ISTALLED PRIOR
TO CONSTRUCTION COMMENCING.
PAVEMENT NOTES:
1. PRIOR TO PLACEMENT OF PAVEMENT MATERIAL THE SUBGRADE IS TO BE
STRIPPED TO LEVEL. ANY ORGANIC MATTER OR DEBRIS IS TO BE REMOVED
AND REPLACED WITH APPROVED COMPACTED MATERIAL. THE SUBGRADE
SHALL BE PROOF ROLLED TO A MINIMUM OF 98% DRY DENSITY AS
DETERMINED BY COMPACTION TESTING IN ACCORDANCE WITH AS1289
2. PAVEMENT MATERIALS SHALL COMPLY WITH THE FOLLOWING MAIN ROADS
DEPARTMENT SPECIFICATION MRS11.05:

— BASE COURSE TO CONSIST OF AGGREGATE TYPE 2.3, GRADING B OR C
3. PAVEMENT MATERIAL SHALL BE EXTENDED A MINIMUM OF 150MM BEYOND
THE EDGE OF DRIVE AND SHALL BE A MINIMUM OF 100MM THICK U.N.O.
4, BASE AND SUB-BASE COURSES ARE 10 BE COMPACTED IN LAYERS NOT
EXCEEDING 150mm IN THICKNESS TO ACHIEVE 95% DRY DENSITY OR GREATER
WITH ONE TEST PER 200mm THICKNESS OF EACH LAYER.
5. ALL COMPACTION TESTING RESULTS TO BE PRESENTED TO THE ENGINEER
FOR APPROVAL PRIOR TO PROCEEDING TO THE NEXT STAGE OF
CONSTRUCTION.

 

Checked:
RPEQ 5835
S Richardson

 

 

 

1° ~~ 4:250 @ AI

1:500 @ A3

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated drawings are
copyright and are not to be used or reproduced without the written permission of
SCG Consulting Engineers.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

A__|06.10.19 | DRIVEWAY CROSSOVER WIDENED
AMEND DATE DESCRIPTION APPR.
AMENDMENTS

 

 

SSUFOR APPROVAL

SCG) consulting ENGINEERS
STRUCTURALeCIVILeGEOTECHNICAL
ABN 40 098 481 899

 

1/11 PROJECT AVE, NOOSAVILLE QLD 4566
Ph (07) 5455 5604 __Fax (07) 5455 5696

 

Title:

PROPOSED ACCESS DRIVEWAY

 

Project

109 GYMPIE TERRACE
NOOSAVILLE

 

Date: Scale: Drawn:

July 16 AS NOTED

 

 

 

 

m0 26199-C2 ia

 

 

DEBUILD T/A

 

Page 3

Issue:

                               DEBUILD T/A


 SCG
                      ABN 40 098 481 899




   Title:




   Project




Date:        Scale:   Drawn:

Drg No.


[OCR of page images]
 

 

DRAWING SIZE - Al

CONSTRUCTION NOTES

GENERAL:

1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES EX. SMH EXISTING SEWER MANHOLE oe
3, SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL E.0.B. EXISTING EDGE OF BITUMEN SS 2? =

ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL K &C EXISTING KERB. & CHANNEL ee
DRAWINGS ARE TO BE REFERRED TO THE ENGINEER IMMEDIATELY. NSL. NATURAL SURFACE LEVEL

5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES FH, FIRE HYDRANT LOT 5 ON RP 79817

WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW TP TELSTRA PIT

WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE EP. ELECTRICAL POWER POLE

DIAGRAM. 150¢ PIPE INLET PLACE AT

6. THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING KERB EXISTING KERBING LOW POINTS ALONG

STRUCTURES/BUILDINGS THROUGHOUT THE WORKS, PARTICULARLY DURING

EARTHWORKS. REFERENCE SHOULD BE MADE TO OUR CRITICAL DEPTH LINE NEIGHBOURING BLOCK

DIAGRAM OR SEEK GUIDANCE DIRECTLY FROM THIS OFFICE LEGEND

FOOTPATHS AND DRIVEWAYS: ~~

1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL INDICATES EXISTING SURFACE 11.000 TAPER 1506 UPVC STORMWATER
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES EX. SMH

3. CONCRETE DRIVEWAY 10 BE 125mm THK. EXCLUDING ANY FINISHED CONTOUR AND LEVEL TO AHD. TIMBER SLEEPER WALL 700(H). PIPE 1:200 GRADE.
TREATMENTS, EG. STAMPING x 4 a

4, CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m n \ >

5. CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS 3600 rau, INDICATES DIRECTION OF FALL = = = oe Se —EET
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH. :

7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH OR DOWN AS INDICATED.

WIRE CUT ALONG JOINT.

8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.

9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF CPI

CURVE 450Sq GRATED FIELD INLETS,

10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR TO PRE-CAST CONCRETE. HEAVY DUTY

FLNG NOTES: GRATE WHERE IN DRIVEWAY

“THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC MATERIAL AND
DEBRIS, O
— THE SUBGRADE IS T0 BE PROOF ROLLED WITH A VIBRATING STEEL DRUM

ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95% THE —— sw ———_ INDICATES PROPOSED STORMWATER &
COMPACTION IS TO BE SUFFICIENT TO ACHIEVE A BLOW COUNT OF 7 BLOWS DRAIN MIN 1 in 200 GRADE U.N.O.

PER 300mm WITH AN APPROVED PERTH SAND PENETROMETER FOR A DEPTH

OF 1.0m BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST RESULTS SIZE NOTED ON PLAN.

SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.

= UPON THE WRITTEN APPROVAL OF THE SUBGRADE PREPERATIONS BY SCG INDICATES EXISTING SEWER LINE

CONSULTING ENGINEERS THE ALLOTMENT IS TO BE FILLED TO THE SPECIFIED

LEME. 8 PROPOSED

— THE FILL MATERIAL CLEAN GRANULAR MATERIAL (I.E. SAND TO A CLAYEY
SAND IN ACCORDANCE WITH AS1726) BE FREE OF ANY ORGANIC MATERIAL 150¢ PIPE WITH GRATE OVER, S DUPLEX
PLACE AT LOW POINTS ALONG AS

AND HAVE A CLAY CONTENT OF LESS THAN 12% (PLASTICITY INDEX LESS

THAN 25%, LINEAR SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE

INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO ITS REMOVAL TO NEIGHBOURING BLOCK |

ENSURE ITS COMPATABILITY. |

— THE FILL IS TO BE PLACED AND COMPACTED IN ACCORDANCE WITH

AS3798-1996 TO A LEVEL SUFFICIENT TO ACHIEVE A LEVEL 1 CERTIFICATION RW-01 TYPE 1 RETAINING WALL REFER — 5

WTH A MINIMUM RELATIVE FIELD DENSITY OF 95% COPIES OF COMPACTION DETAILS | |

TEST RESULTS SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR

APPROVAL. FP PO CPI

— FILLING AND COMPACTING ADJACENT EXISITING STRUCTURES IS TO BE IN

STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND SPECIFCATIONS.

— AREAS WHERE EXISTING STRUCTURES OR TREES ARE REMOVED SHALL BE

BACKFILLED WITH THE APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE

WITH AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95%

= ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE PREPARATION |__| .

SHALL BE REMOVED AND REPLACED WITH THE APPROVED FILL MATERIAL a FP — Z .

COMPACTED IN ACCORDANCE WITH AS2870-1996 TO ACHIEVE A MINIMUM | + iy i, “AL |
Zh “ uy

EX. SWPT EXISTING STORMWATER PIT
RC. HW. REINFORCED CONCRETE HEADWALL

 

   

 

CONNECT SW PIPES TO
KERB VIA APPROVED KERB
ADAPTORS

~ |

2/125x75
RHS GALV

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FALL
LS

a REFER Drg C2 FOR
— | ae DRIVE WAY DETAILS.

 

 

 

 

 

 

 

 

 

 

 

 

 

| i 100% UPVC STORMWATER
PIPE 1:100 GRADE.

 

 

RW-01

 

 

FALL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

150(W) GRATED DRAIN

 

 

(|

 

 

 

 

 

 

 

 

 

 

 

 

CONNECT SW PIPES 10
KERB VIA APPROVED
KERB ADAPTORS

 

 

 

 

 

KERB

 

 

1.000, 1.000
P
|
U

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GYMPIE TERRACE

 

 

 

 

 

 

 

 

 

 

S He ae
RELATIVE FIELD DENSITY OF 95%. SN FALL \] 1]

— SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE ISTALLED PRIOR sw Sw SW Sw SW SW SWe =
TO CONSTRUCTION COMMENCING, — ee —S———— SS SS SS SES = = ES ort

PAVEMENT NOTES: eS Z
1. PRIOR TO PLACEMENT OF PAVEMENT MATERIAL THE SUBGRADE IS TO BE O RW-01 @O ° * CONNECT SW PIPES TO
STRIPPED TO LEVEL. ANY ORGANIC MATTER OR DEBRIS IS TO BE REMOVED KERB VIA APPROVED
AND REPLACED WITH APPROVED COMPACTED MATERIAL. THE SUBGRADE & & 150¢ UPVC STORMWATER -
SHALL BE PROOF ROLLED TO A MINIMUM OF 98% DRY DENSITY AS 9 2/125x75 9 KERB ADAPTORS
DETERMINED BY COMPACTION TESTING IN ACCORDANCE WITH AS1289 PIPE 1:200 GRADE. RHS GALV
2. PAVEMENT MATERIALS SHALL COMPLY WITH THE FOLLOWING MAIN ROADS
DEPARTMENT SPECIFICATION MRSI1.05:

— BASE COURSE TO CONSIST OF AGGREGATE TYPE 2.3, GRADING B OR C
3. PAVEMENT MATERIAL SHALL BE EXTENDED A MINIMUM OF 150MM BEYOND
THE EDGE OF DRIVE AND SHALL BE A MINIMUM OF 100MM THICK U.N.O.
4, BASE AND SUB-BASE COURSES ARE TO BE COMPACTED IN LAYERS NOT
EXCEEDING 150mm IN THICKNESS TO ACHIEVE 95% DRY DENSITY OR GREATER
WITH ONE TEST PER 200mm THICKNESS OF EACH LAYER.
5, ALL COMPACTION TESTING RESULTS TO BE PRESENTED 10 THE ENGINEER
FOR APPROVAL PRIOR TO PROCEEDING TO THE NEXT STAGE OF
CONSTRUCTION.

HYDRAULICS

1. HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY. REFER TO

ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES.

2. ALL SANITARY HYDRAULICS AND WATER RETICULATION WITHIN THE ALLOTMENT _—

BOUNDARY TO BE IN ACCORDANCE WITH AS3500. SHE PLAN STORMWATER DRAINAGE Checked:
3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF AUTHORITIES HAVING Scale 1: 100 RPEQ 5835
JURISDICTION, AFTER OBTAINING ALL NECESSARY PERMITS AND APPROVALS. S Richardson
4, THE CONTRACTOR IS TO CONFIRM THE POSITION OF ALL EXISTING SERVICES AS

INDICATED ON THESE AND ASSOCIATED PLANS PRIOR TO THE COMMENCING OF CONTRACTOR TO LOCATE AIL SERVICES PRIOR TO
WORK.

5, STORMWATER DRAINAGE PIPES SHALL BE CLASS SH UPVC OR HARDIES CLASS COMMENCING WORKS ON SITE. ALL SERVICES ARE

2(X) FRC PIPE LAID AT A MINIMUM GRADE OF 1 IN 100 U.N.O. JOINS ARE TO BE TO BE PROTECTED IN ACCORDANCE WITH THE

CONSTRUCTED IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS. AUTHORITY RESPONSIBLE FOR THE SERVICE

6. SEWERS 100MM DIAM. UPVC U.N.O. AND LAID AT A MINIMUM GRADE OF 1 IN 0 5 tom

60. ooo 1:250 @ Al
7. WATER SUPPLY PIPEWORK BELOW GROUND IS TO BE ; 1:500 @ A3
63MM DIAM. OR LESS - HIGH DENSITY TYPE 50

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BAL GOVE GROUND ND INTERNAL WATER SUPPLY PIPEWORK TO BE TYPE B DO NOT SCALE FROM THIS DRAWING

COPPER. The design and associated details contained on this and associated drawings are

9, WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL JOINS AND NOTE: copyright and are not to be used or reproduced without the written permission of
IF NEIGHBOURING SITES ARE

CONNECTIONS SHALL BE MADE ABOVE THE SLAB. SCG Consulting Engineers.

 

10. FIRE HYDRANTS ARE TO BE INSTALLED ARE 10 BE INSTALLED IN A__|06.10.16 | DRIVEWAY CROSSOVER WIDENED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ACCORDANCE WITH AS2419.1. HOSE REELS ARE TO BE INSTALLED IN DEVELOPED THEN SIDE ENTRY
ACCORDANCE WITH AS2441, PITS ARE NO LONGER REQUIRED.
11, CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED IN
VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED WITH EITHER BRASS =
OR CAST-IRON COVERS. =
12. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED CONCRETE 2
PATH BOXES. a
13. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO BE a
WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.
14, THE TERM ’SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE. DIAMETER 1/N12 TOP |= > x
UNLESS NOTED OTHERWISE. oth :
GROUND LEVEL newleLock WALL
190 BLOCK - CORE AMEND DATE DESCRIPTION APPR.
FILLED N12-400 V & H. —-fabeP PROVIDE FULL HT.
— LAP BARS 500MM. MOVEMENT JOINTS AT BLOCK RETAINING WALL AMENDMENTS
BOM CTRS. AS SPECIFIED. ——. Issue:
ALL CORES CLEARED <= NEW FOOTNG a FOR APPROVAL
FEAR OUT cLocKS E x FILLED ALLOTMENT ! o~ DEBUILD T/A
. a ! . /
\ 2 1506 ADJOINING ‘iL SCG) consulting ENGINEERS
GROUND LEVEL EXIST DRAIN FROM SECOND LAYER TO HAVE STRUCTURAL@CIVILe GEOTECHNICAL
Oi hexrt wit ng PPE 3506 CONCRETE PIER ASTING HEB | FILLED ALLOTMENT St GRATE CONNECT 1508 uPVC PIPE. WITH ees
——_ TO 1508 UPVC
3 —_ Brew POUNDED Gb BEL GW Oa J Ca aro! RAMMED DRY PACK MORTAR TRENCH GRATE BORED 1/11 PROJECT AVE, NOOSAVILLE QLD 4566
o|® SEWER HCB INVERT ND ND BETWEEN TOP OF UNDERPINS AND La . Ph (07) 5455 5604 Fax (07) 5455 5696
m/e UNDERSIDE OF EXISTING FOOTING Title:
di Ib f di <= | \ \ 150 THK HEEL SL82 FP — FP :
www.dialbeforeyoudig.com.au st MESH TOP 40 COVER. g 1500 PIPE WH GRATE STORMWATER DRAINAGE
— OVER, PLACE AT LOW
1200 | 800 NEIGHBOURING " 1500 UPVC
800 | 600 3LI1TM TOP & BOTTOM : | . ALLOTMENT POINTS ALONG 1 IN 100
500 | 200 300 B RG LIGS AT 900 CTRS 4000 Ni. 4000 Min. NEIGHBOURING BLOCK GRADE 1
3500 CONCRETE PIER Project
FOUNDED 300 BELOW |

(RW-01) ~ RETAINING WALL (—\ FOOTING/SEWER CRITICAL DEPTH SEWER INVERT LEVEL SWP_~ TYPICAL DETAIL SECTION X-X 109 GYMPIE TERRACE
BEFORE YOU DIG TYPICAL SECTION T secrion NOOSAVILLE

 

 

 

 

 

 

 

Date: Scale: Drawn:

July 16 AS NOTED

 

 

 

 

m0 26199-C3 ia

 

 

 

Page 4

Issue:

                               DEBUILD T/A


 SCG
                      ABN 40 098 481 899




   Title:




   Project




Date:        Scale:   Drawn:

Drg No.


[OCR of page images]
 

 

DRAWING SIZE - Al

Sy

LOT 5 ON RP 79817

EX. SMH

 

1506 UPVC ROOFWATER
PIPE 1:200 GRADE.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
  

2/125x75
/ RHS GALV

a

APPROVED KERB
ADAPTORS

REFER DRG's 26199-C2
FOR DRIVEWAY DETAILS

||

 

 

=P

 

 

 

 

RW RW RW RW RW RW RW RW RW
oe NN op oP
x | LL
POQL
| ~
; oP
PROPOSED Ul
- — —
8 DUPLEX 7
. ! 3 oP ((
za
| =
PO
_ — — 2
, oS | |
Y NX oP}
a [7 DPR DPS LU \ N
RW RW RW RW RW RW RW RW RW Ww RW R RW

 

 

 

 

 

 

 

 

 

 

100 9
uPVC S.W

APPROVED KERB
ADAPTORS

KERB

 

 

 

 

 

 

 

BLOCK RETAINING WALL,
REFER Drg C3 FOR DETAILS.

 

CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO
COMMENCING WORKS ON SITE. ALL SERVICES ARE
TO BE PROTECTED IN ACCORDANCE WITH THE
AUTHORITY RESPONSIBLE FOR THE SERVICE

 

 

 

TOTAL ROOF STORM WATER FLOW RATE
Qy = 19.6 L/s

 

 

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

 

 

E 1506 UPVC ROOFWATER
PIPE 1:200 GRADE.

SITE PLAN — ROOFWATER DRAINAGE

Scale 1: 100

| AGP

2/125x75 _|
RHS GALV

 

 

 

GYMPIE TERRACE

 

 

 

 

 

 

 

 

EX. SWPT EXISTING STORMWATER PIT
RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
T.P TELSTRA PIT
EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING
LEGEND
INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AXD.
ra, INDICATES DIRECTION OF FALL
OR DOWN AS INDICATED.
GP1 —450Sq GRATED FIELD INLETS,
PRE-CAST CONCRETE. HEAVY DUTY
GRATE WHERE IN DRIVEWAY
py INDICATES PROPOSED ROOFWATER
DRAIN MIN 1 in 200 GRADE U.N.O.
INDICATES APPROXIMATE. POSITION
OF EXISTING COUNCIL SEWER LINE
op INDICATES 90mm uPVC DOWN PIPE

LOCATION AS SHOWN ON PLAN.

CONSTRUCTION NOTES

GENERAL:

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN MILLIMETRES

3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
DRAWINGS.

4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
DRAWINGS ARE TO BE REFERRED TO THE ENGINEER IMMEDIATELY.

5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES

WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW
WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
DIAGRAM.

FOOTPATHS AND DRIVEWAYS:

1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL

2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES

3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY FINISHED
TREATMENTS, EG. STAMPING

4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m

5. CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS 3600

6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH.

7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH
WIRE CUT ALONG JOINT.

8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.

9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF
CURVE

10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR TO
WORK COMMENCING

HYDRAULICS

1, HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY. REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES.

2. ALL SANITARY HYDRAULICS AND WATER RETICULATION WITHIN THE ALLOTMENT
BOUNDARY TO BE IN ACCORDANCE WITH AS3500.

3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF AUTHORITIES HAVING
JURISDICTION, AFTER OBTAINING ALL NECESSARY PERMITS AND APPROVALS.

4. THE CONTRACTOR IS TO CONFIRM THE POSITION OF ALL EXISTING SERVICES AS
INDICATED ON THESE AND ASSOCIATED PLANS PRIOR TO THE COMMENCING OF
WORK.

5. STORMWATER DRAINAGE PIPES SHALL BE CLASS SH UPVC OR HARDIES CLASS
2(X) FRC PIPE LAID AT A MINIMUM GRADE OF 1 IN 100 U.N.O. JOINS ARE 10 BE
CONSTRUCTED IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS.

6. SEWERS 100MM DIAM. UPVC U.N.O. AND LAID AT A MINIMUM GRADE OF 1 IN
60.

7. WATER SUPPLY PIPEWORK BELOW GROUND IS 10 BE ;

63MM DIAM. OR LESS - HIGH DENSITY TYPE 50

CLASS 12 POLYETHYLENE

8. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK TO BE TYPE B
COPPER.

9. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL JOINS AND
CONNECTIONS SHALL BE MADE ABOVE THE SLAB.

10. FIRE HYDRANTS ARE 10 BE INSTALLED ARE 10 BE INSTALLED IN
ACCORDANCE WITH AS2419.1. HOSE REELS ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2441,

11. CLEAN—OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED IN
VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED WITH EITHER BRASS
OR CAST-IRON COVERS.

12. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED CONCRETE
PATH BOXES.

13. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO BE
WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.

14. THE TERM 'SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE DIAMETER
UNLESS NOTED OTHERWISE.

 

 

 

Checked:
RPEQ 5835
S Richardson

 

Q 2 1° ~~ 4:250 @ AI

1:500 @ A3

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated drawings are
copyright and are not to be used or reproduced without the written permission of
SCG Consulting Engineers.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AMEND DATE DESCRIPTION APPR.

 

AMENDMENTS

 

 

SSUFOR APPROVAL

DEBUILD T/A

SCG consulting ENGINEERS
STRUCTURALeCIVILeGEOTECHNICAL
ABN 40 098 481 899

 

1/11 PROJECT AVE, NOOSAVILLE QLD 4566
Ph (07) 5455 5604 Fax (07) 5455 5696

 

Title:

ROOFWATER DRAINAGE

 

Project

109 GYMPIE TERRACE
NOOSAVILLE

 

Date: Scale: Drawn:

July 16 AS NOTED

 

 

 

 

m0 26199-C3.4 ia